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STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS � � 10900 73rd Avenue North,Suite 150 PROJECT: Stonebsy of OFon.o STS PROJECT: 98J99-A " � Maple Grove,Minnesota 55369-5547 LOCATION: �rono,Minnesota REPORT DATE: fb/�9l�S3: �` 763.3t5.63oo FAX763.315.1836 CLIENT: Dahistrom Developrnent;LLC TECHNICIAN: MC� "Solutions through Science&Engineering" CONTRACTOR: C.S.MCGFOSS111 REVIEWED BY: Optimum In-Place In-Place In-Place Test Maximum Water Moist Water Dry Relative Compaction Pass Test Elev MaYi Dry Density Content Density Content Density Compaction Specification or No. Date Location or Structure Diagram Attached: (ft) Mark ydmax(pcf) wo i(%) (pcf) (%) (pcf) (%) (%) Faif 288 10/27/03 Bridgewater Qrive,Twonhome Pads 43-15 1023.0 P-t3 104.3 15.1 116.6 15.1 i�3�D 99 �7 P 289 10127/03 Bridgewater Drive,Twonhome P;ads 16�.17 t024.0 P-13 104.3 15.1 120.5 15.5 ;: '��1:3 100 97 , P 290 1:012y/03: Bridgewater Drive,Twonhome Pads 10-12 i Q23A P-13' ' 104.3 15.1 119.3 ' 16,5 i ��;4 98 97 ' P 291 10/27/03' Watermain,Stone Bay Drive;Sta.3+00 1017.0 P-5 107.7 16.2 123A 1.6.5 ::. ��;6 98 JS : P 292 1;D/27/03 Waterrtaairr.Stane Bay Orive,Sta.2+50 1018.0 . P-5; : 107.7 16.2 123.8 17 p ;: '�,135 8 . 98 95 . P 293 1012�/�3; Watermain,Stone Bay Dri�e,Sta..2+00' 1017.0 P-5 107.7 16.2 125.4 18.1 ; '�{��-:6 100 10a P 294 1Uf27l03 Cascatle Cir�le:;3fkUnEtLofts,North End- 9i;.fi.0 P-t3 10d.3 15.1 118.9 i 1�8 ��7 ' 98 �� P s , ,. 295 1.0�27103 CaS�ad�Citcle;3�t llnft:Lofts.S(nit��nd: 9f7.0 P-13 104.3 15.1 119 8 i�i� .; �#�9 .'; 99 9� . P ;,. 296 1_0128/03 Cascade Circle;3Q-Untt L4fts,North End 91SA P-t f 95.0 22.1 117.5 24 S : 9��k ..:: 99 97 ; P 297 10��f�lQ� :; £�3SC8C1�CIrL"(B�34I�L1�1k�::�OftSr�F7t�t�Ild 91::9.0 P-11 ; 95.0 22.1 116.5 ; 2�'�...'. , '�._.� ' 99 9�` 33 P 298 1U�2�fQ3 : Casoasl�C(r�i�3E1 Un�t:�ofts,�1arth E�d: - 9l�:Q P-�1 : 95.0 22.1 118.0 '; �a� : �*ri '; 98 �`� P 299 i 0d��/b3 ; V11afe�nan,Siaoe.Ba��ilveti Sta:.7+SQ �0�3 0 P-5 107.7 16.2 �26 7 _ 17,0.:; �C� ; 10o i i�i� ' P 300 1 U/�8%03 . Waterman.Stcsn��3ap f7ri�e,5ta:7+OQ 1022.0 P-5 107.7 16.2 125.5 ' i 8,�. �4�8(3 .. 100 i t�F� P 301 10/2$f03.; b1�8t9tfY1811 $YQRkI��)�iYBi StH 6+5Q : ; 4132�A ;P$ .' 107.7 16.2 126 1 ; 1?5 ��.� ; 100 �5 P ; ;r . 302 1072�3 j 1l��ttlCrilalt �tt�t�a 8��iiS�e�St�;6�r(f0 '- 1ti2�.0 P-5 ; 107.7 16.2 123 8 16 7 ; '�t�.6't 99 95 P ; ' 303 fi0�28l03 ; B�C#g�4Vu�C��i7�� T�SY�'I�I,',��P�iS T12.,: ; 1�126.43 P-13 ' 104.3 15.1 120 0 ;; iJB��i ��k 99 9�' P 304 t�1��10� BndgetN,�fer��iv�,Tx�v�m[mr�i�Pad54f3 ifl28.� P-t3 ' 104.3 15.1 121 3 1�i s� �� ;' 100 9;� P 305 1 C?�2�1(�3 ' $ndge�va�er Qri�re,T�v�tti[;am�pads'�� ' lA2B b P-43 104.3 15.1 119 7 y�� ;; '��.�- : 99 �� P 306 10129/03 :: �cldge�+rafer�n.ve,Towrif�ome F�ads6/5 : . i028_0 P-11 . 95.0 22.1 116 8 ;: �4�_; �� 99 9�` P ; _ 307 1p/�igfQ3 ; �cldgerivat�rb�iue 1'�swnMame f?ads7J8 ?D23� P-f 1 ` 95A 22.1 116.1 ��,�i �� 99 � ;i P Laboratory Compaction Method: Mark ydmax wp� Mark yamax wo t Field Density Test Method: USGS Elevation Datum ; X .; ASTM D-1557-79(Modified Prxtor) P-4 4Q2,�' 1J:1 P:-13 ��l4•3 .: ��_'�.: ASTM D-1556(Sand Cone) ', Depth Below Subgrade ASTM D-698-78(Standard Proctor) X;i Pr�i ; .9�.�1:: �I 1 P:ib =g8.5. _��»6 i ;ASTM D-2922(Nuclear) � Depth Below Firnsh Grade Other t?-5 ': tti'7.�' �s:2!' , �►�s� ;: ' : , �f�1�r